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<article article-type="research-article" dtd-version="1.3" xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xml:lang="ru"><front><journal-meta><journal-id journal-id-type="publisher-id">geomorf</journal-id><journal-title-group><journal-title xml:lang="ru">Геоморфология и палеогеография</journal-title><trans-title-group xml:lang="en"><trans-title>Geomorfologiya i Paleogeografiya</trans-title></trans-title-group></journal-title-group><issn pub-type="ppub">2949-1789</issn><issn pub-type="epub">2949-1797</issn><publisher><publisher-name></publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="doi">10.15356/0435-4281-2013-3-41-50</article-id><article-id custom-type="elpub" pub-id-type="custom">geomorf-86</article-id><article-categories><subj-group subj-group-type="heading"><subject>Research Article</subject></subj-group><subj-group subj-group-type="section-heading" xml:lang="ru"><subject>Экологическая и прикладная геоморфология</subject></subj-group><subj-group subj-group-type="section-heading" xml:lang="en"><subject>Ecological and Applied Geomorphology</subject></subj-group></article-categories><title-group><article-title>ДЕФОРМАЦИИ РУСЕЛ ПОЛУГОРНЫХ РЕК В МЕСТАХ МОСТОВОГО СТРОИТЕЛЬСТВА (НА ПРИМЕРЕ РЕК ВОСТОЧНОЙ ХАНДЫГИ И АБАКАНА)</article-title><trans-title-group xml:lang="en"><trans-title>CHANNEL BOTTOM DEFORMATIONS ON SEMI-MOUNTAIN RIVERS AT THE BRIDGE CONSTRUCTING SITES (EAST HANDYGA AND ABAKAN RIVERS AS AN EXAMPLE)</trans-title></trans-title-group></title-group><contrib-group><contrib contrib-type="author" corresp="yes"><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Резников</surname><given-names>П. Н.</given-names></name><name name-style="western" xml:lang="en"><surname>Reznikov</surname><given-names>P. N.</given-names></name></name-alternatives><email xlink:type="simple">prezn@mail.ru</email><xref ref-type="aff" rid="aff-1"/></contrib></contrib-group><aff-alternatives id="aff-1"><aff xml:lang="ru"><institution>ОАО “Проекттрансстрой”, Москва</institution><country>Россия</country></aff><aff xml:lang="en"><institution>Proekttransstroy, Moscow</institution><country>Russian Federation</country></aff></aff-alternatives><pub-date pub-type="collection"><year>2013</year></pub-date><pub-date pub-type="epub"><day>17</day><month>03</month><year>2015</year></pub-date><volume>0</volume><issue>3</issue><issue-title>Геоморфология</issue-title><fpage>41</fpage><lpage>50</lpage><permissions><copyright-statement>Copyright &amp;#x00A9; Резников П.Н., 2015</copyright-statement><copyright-year>2015</copyright-year><copyright-holder xml:lang="ru">Резников П.Н.</copyright-holder><copyright-holder xml:lang="en">Reznikov P.N.</copyright-holder><license xml:lang="ru" license-type="creative-commons-attribution" xlink:href="https://creativecommons.org/licenses/by/4.0/" xlink:type="simple"><license-p>Данная работа распространяется под лицензией Creative Commons Attribution 4.0.</license-p></license><license xml:lang="en" license-type="creative-commons-attribution" xlink:href="https://creativecommons.org/licenses/by/4.0/" xlink:type="simple"><license-p>This work is licensed under a Creative Commons Attribution 4.0 License.</license-p></license></permissions><self-uri xlink:href="https://geomorphology.igras.ru/jour/article/view/86">https://geomorphology.igras.ru/jour/article/view/86</self-uri><abstract><p>На точность прогноза русловых деформаций на полугорных реках существенное влияние оказывает переменный режим таких рек, смена спокойного течения в межень бурным паводковым. Для них характерна значительная динамика русловой системы. Приводятся описание русловых деформаций вблизи строящегося (на р. Восточная Хандыга) и восстанавливаемого (на р. Абакан) мостовых переходов, которые влияют на безопасность этих сооружений. Ошибки, допущенные в прогнозах русловых деформаций на этих реках, во многом вызваны применением стандартных методик русловых деформаций. В частности, при этом почти не учитывались горизонтальные русловые деформации.</p></abstract><trans-abstract xml:lang="en"><p>Changeable regime of semi-mountain rivers i.e. alternation of calm flow during low water and turbulent flood strongly complicates the forecasting of river bed deformations which characterized by intensive dynamics. Hazardous channel deformations near the bridge under construction over river East Handyga and near the rebuilding bridge over river Abakan are described. Errors in the forecasting channel deformations had been made earlier due to the use of the old standard methods which do not take into account the horizontal deformations of the channel.</p></trans-abstract><kwd-group xml:lang="ru"><kwd>русловая деформация</kwd><kwd>полугорная река</kwd><kwd>переменный режим рек</kwd></kwd-group></article-meta></front><back><ref-list><title>References</title><ref id="cit1"><label>1</label><citation-alternatives><mixed-citation xml:lang="ru">Ведомственные строительные нормы. Учет деформаций речных русел и берегов водоемов в зоне подводных переходов магистральных трубопроводов (нефтегазопроводов). ВСН 163-83. Л.: Гидрометeоиздат, 1985. 144 с.</mixed-citation><mixed-citation xml:lang="en">Vedomstvennye stroitelnye normy. Uchyot deformatsij rechnykh rusel i beregov vodoyomov v zone podvodnykh perekhodov magistralnykh truboprovodov (neftegazoprovodov). VSN 163-83 (Industrial construction standards. 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